| Date |
Text |
| 2019-12-17 08:14:43 | 2017 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 19110257 |
| | ADD: 5015 ROEBUCK RD. |
| | CONT: TBD/ TO BE DETERMINED |
| | TEL: 561-494-1091 |
| | E-MAIL: KCVOLBRECHT |
| | |
| | 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION. |
| | |
| | 2017 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW |
| | CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES |
| | SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA |
| | BUILDING CODE, BUILDING. |
| | |
| | 1ST REVIEW |
| | DATE: TUES. DEC. 17/ 2019 |
| | ACTION: DENIED |
| | |
| | 1) ARCHITECTURAL SHEETS 26 OF 35 AND 27 OF 35 NEITHER |
| | SHOW THEY HAVE AN ELECTRONIC SIGNATURE. ARCHITECT |
| | DIGITAL SIGNING & SEALING PLANS. 61G1-16.005 PROCEDURES |
| | FOR DIGITALLY SIGNING AND SEALING AND FOR |
| | ELECTRONICALLY TRANSMITTING PLANS, SPECIFICATIONS, |
| | REPORTS OR OTHER DOCUMENTS. |
| | |
| | 2) SHEET 26 OF 35 SPECIAL NOTE 2 REQUIRES A FIRE |
| | SPRINKLER SYSTEM. IN THE 2017 FBC-B SECTIONS 420.6 AND |
| | 903.2.8. THERE WERE NO PLANS SUBMITTED IN THIS PACKAGE. |
| | |
| | 3) SHEET 26 OF 35 INDICATE WITH GENERAL NOTE D THAT THE |
| | EXISTING FRAME AND FABRIC AWNING ARE TO BE DEMOLISHED. |
| | IT APPEARS THEY ARE BEING REUSED AND THERE IS NOT |
| | ENOUGH INFORMATION. SHEET 34 IS A STRUCTURAL SHEET FOR |
| | THE LAYOUT OF THE CANOPY FOR THE FOUNDATION, WIND |
| | DESIGN CRITERIA IS GIVEN ON THE STRUCTURAL SHEET 33 BUT |
| | THERE IS NO SIZE OF THE STRUCTURAL MEMBERS, THERE IS A |
| | NOTE STATING THAT THE CANOPY FRAME IS STEEL BUT NO |
| | OTHER INFORMATION ON THE STEEL FRAMING MEMBERS NOR THE |
| | REQUIRED WELD INFO TO ASSEMBLE THE USED STEEL FRAME. |
| | 107.2.1.2 ADDITIONAL INFORMATION IS REQUIRED. |
| | WELDED OR BOLTED CONNECTIONS |
| | THE CONTRACTOR IS REQUIRED TO PROVIDE WELD PROCEDURE |
| | SPECIFICATIONS & WELDER OPERATOR PERFORMANCE |
| | QUALIFICATION RECORDS IN ACCORDANCE WITH THE REFERENCED |
| | STANDARDS AT TIME OF INSPECTION. IN ACCORDANCE WITH THE |
| | AMERICAN WELDING SOCIETY. |
| | 2017 FBC-B 2204.1 WELDING |
| | 2017 FBC-B 2204.2 BOLTING. |
| | IF THERE IS ANY QUESTIONS ABOUT THE CODE REQUIREMENTS |
| | FOR THIS SECTION, PLEASE CONTACT THE CHIEF BUILDING |
| | INSPECTOR KEN CONRAD AT 561-805-6666. THANK YOU. |
| | |
| | 4) ARCHITECTURAL SHEET 26 OF 28 GENERAL NOTE E STATES |
| | SEE AE101 AND AE 201 FOR ADDITIONAL INFORMATION ON THE |
| | EXISTING TRAILER PLANS AND ELEVATIONS. ALSO SEE AE101 |
| | FOR THE PLAN OF NEW ALUMINUM WALKWAY COVER. THESE PLANS |
| | WERE NOT PART OF THIS SUBMITTAL PACKAGE. 107.2.1.2. |
| | ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 5) WITHIN THIS PERMIT PACKAGE SUBMITTAL THERE WAS NO |
| | ENGINEERING FOR THE TIE DOWN INFORMATION FOR THE 180 |
| | MILES PER HOUR WIND DESIGN. 107.2.1.2 ADDITIONAL |
| | INFORMATION IS REQUIRED. 2017 FBC-B 1604.4 ANALYSIS. |
| | LOAD EFFECTS ON STRUCTURAL MEMBERS AND THEIR |
| | CONNECTIONS SHALL BE DETERMINED BY METHODS OF |
| | STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT EQUILIBRIUM, |
| | GENERAL STABILITY, GEOMETRIC COMPATIBILITY AND BOTH |
| | SHORT- AND LONG-TERM MATERIAL PROPERTIES. EVERY |
| | STRUCTURE SHALL BE DESIGNED TO RESIST THE OVERTURNING |
| | EFFECTS CAUSED BY THE LATERAL FORCES SPECIFIED IN THIS |
| | CHAPTER. SEE SECTION 1609 FOR WIND LOADS. |
| | 6) A TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW |
| | COMMENT NUMBER, WITH A DESCRIPTION OF THE REVISION |
| | MADE, IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE |
| | THE CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR |
| | PERMIT. THANK YOU FOR YOUR ANTICIPATED COOPERATION. |
| | |
| | A THOROUGH REVIEW OF THE PLANS COULD NOT HAPPEN SINCE |
| | THERE WAS A GREAT DEFICIENCY IN PLANS AND REQUIRED |
| | DOCUMENTATION. WITH THE NEXT PLAN REVIEW CYCLE THERE |
| | MAYBE ADDITIONAL REVIEW COMMENTS BECAUSE OF NEW PLANS |
| | AND INFORMATION LACKING UNDER THE PRIOR REVIEW. |
| | |
| | |
| | JAMES A. WITMER BN, PX, CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT |
| | 401 CLEMATIS ST. WEST PALM BEACH. FL 33402 |
| | TEL: 561-805-6717 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
